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Seismic Response Analysis of Tall Building Using STAAD Pro Software

Sangeeta Uikey, Er. Rahul Satbhaiya

Abstract


The main objective of this whole project is to Seismic Response Analysis Of Tall Building Using Staad Pro Software Load calculations are done manually and analysis of whole structure by STAAD Pro Software. Limit State Design conforming to Indian Standard Code of Practice is method used in STAAD-Pro analysis for designing. STAADPro is the software of professional’s choice. I had done the analysis of frames and manually checked the accuracy of the software with our results obtained. The results proved to be very precise and accurate. Ihad analyzed and designed a G+4, G+9, G+14, & G+19 storey building and checked it for all possible load combinations (Dead, live, wind and seismic loads). STAAD.Pro has a very user friendly and interactive user interface, which allows the users to simply draw the frame and command the load values and dimensions. Then as per the specified criteria assigned, it analyses the whole structure and it also analyze the structure in different seismic Zone given by our code. The materials was chosen and geometric cross-sections of the beam and column members has assigned. Fixed support has been fixed for whole analysis. Codal provision to be followed has also been specified for design purpose with other important details. Then STAAD.Pro has been used to analyze the structure. It can easily determine the parameter like Lateral forces, bending moment, Shear force, & axial force.

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References


Bhure and Nitin tiwari (2018)- “steel concrete composite construction a review”, IJRASET, vol. 6, issue XI, nov.. 2018, ISSN 2321-9653.

Snehal Ashok Bhoyar (2017) – “effect of floating column on building performance subjected to lateral load”, VJER, 134-143.

Kuldeep dubey and Rakesh Patel (2018)- Reliability Analysis of Multi-Storey Buildingwith Floating Column for Long Span, IJIRSET, Vol. 7, Issue 9, September 2018

Anes B et al. (2017) [1] “Effect of Steel Bracings on RC Framed Structure” ISSN 0973-1881 Volume 12, Number 1 (2017), pp. 97-112

Rakshith K L, Smitha (2017), “Effect of Bracing on Multi-Storey RCC Frame Building under Dynamic Loading”, International Journal of Advance Research, Ideas and Innovations in Technology, Volume 3, Issue 4.

Mohammad. A, Syed H (2016), “Comparative Study of Seismic Analysis of Multi-Storey Building with Shear Wall and Bracing Systems”, International Journal of Advanced Strucyures& Geotechnical Engineering, Volume 5, No. 3.

Anirudh Gottala et. al. (2015)[5] “Comparative Study of Static and Dynamic Seismic Analysis of a Multistoried Building” - International Journal of Science Technology & Engineering | Volume 2 | Issue 01 ISSN (online): 2349-784X.

Himanshu Bansal et. al. (2013)[4]“study on storey shear force was found to be maximum for the first storey and it decreased to a minimum in the top storey”.

Md. Arman Chowdhury, (2012) [6]“Comparative study of the Dynamic Analysis of Multi-storey Irregular building with or without Base Isolator”.

IS: 875-1987 (part-1) for Dead Loads, code of practice of Design loads (other than earthquake) for buildings and structures.


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